ATT A Special Provisions and Specifications~19.pdf

ATTACHMENT A

SPECIAL PROVISIONS AND SPECIFICATIONS FOR

OR241: CHANDLER (COOS RIVER) BRIDGE OPERATORS HOUSE PROJECT

SCOPE

The work to be completed under this Contract consists of supplying the materials, equipment, and labor to perform the following tasks on the Chandler (Coos River) Bridge, located on OR241 at MP 3.73, as described in the Contract plans and specifications:

1. Provide Temporary Work Zone Traffic Control.

2. Reconfigure northwest portion of house to remove inset corner.

3. Remove existing door and replace with rollup door on roadway side of operator’s house.

4. Modify bridge rail to allow for access into rollup door.

5. Install access door on northside of operator’s house.

6. Modify lighting and ancillary electrical installations in operator’s house impacted by modifications.

7. Perform additional and incidental work as called for by the plans and specifications.

PROJECT INFORMATION

General information pertaining to this Project may be obtained from the following:

Jessica Spann, Project Manager / District Operations Coordinator Oregon Department of Transportation Phone: (541) 396-1143 Email: Jessica.Spann@ODOT.Oregon.gov

APPLICABLE STANDARD SPECIFICATIONS & SPECIAL PROVISIONS

Silence of Specifications: The apparent silence of the specifications as to any detail, or the apparent omission of a detailed description concerning any point, shall be regarded as meaning that the highest value commercial practices are to prevail and that only materials and workmanship of first quality are to be used.

Where neither the Special Provisions nor the bid schedule indicate separate payment for the work to be completed under this Contract, perform the work as incidental for which no separate measurement or payment will be made.

The following special provisions were prepared and/or reviewed by the Engineer whose professional seal appears below. These specifications are not valid unless the appropriate signed seal appears below and shall not be modified without the approval of the Engineer.

OREGON DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISIONS

FOR

OR241: CHANDLER (COOS RIVER) BRIDGE OPERATORS HOUSE PROJECT

PROFESSIONAL OF RECORD CERTIFICATION:

Seal w/signature I certify the Special Provision Section(s) listed below are applicable to the design for the subject project for Roadway.

Modified Special Provisions were prepared by me or under my supervision.

Sections 00296

FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST

SECTION 00210 – MOBILIZATION

Comply with Section 00210 of the Standard Specifications modified as follows:

Construction

00210.40 Mobilization – delete the last bullet of the bullet list. Obtaining and maintaining access to Doc Express®, and using Doc Express® to submit documents will not be required on this project.

Payment

00210.90 Payment – delete the last sentence in this subsection.

SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC

Comply with Section 00220 of the Standard Specifications.

SECTION 00221 - COMMON PROVISIONS FOR WORK ZONE TRAFFIC CONTROL

Comply with Section 00221 of the Standard Specifications modified as follows:

00221.00 Scope - Add the following:

Provide work zone traffic control measures conforming to The Oregon Department of Transportation’s Temporary Traffic Control Handbook for Operations of Three Days OR Less, December 2011. Copies of this handbook can be accessed via the internet under “Publications” on the Traffic Engineering and Operations Section web site (Highway Division, Oregon Department of Transportation) at:

2011 ODOT TEMPORARY TRAFFIC CONTROL HANDBOOK (OTTCH)

00221.06 - Traffic Control Plan – Replace this subsection, except for the subsection number and title, with the following:

The Contractor must submit a Traffic Control Plan (TCP) and a Temporary Pedestrian Accessible Route Plan (TPAR), and obtain approval from the Oregon Department of Transportation Project Manager before work may commence on the Project.

SECTION 00222 – TEMPORARY TRAFFIC CONTROL SIGNS

Comply with Section 00222 of the Standard Specifications.

SECTION 00223 – WORK ZONE TRAFFIC CONTROL LABOR AND VEHICLES

Comply with Section 00223 of the Standard Specifications.

SECTION 00224 – TEMPORARY TRAFFIC CHANNELIZING DEVICES

Comply with Section 00224 of the Standard Specifications.

SECTION 00228 – TEMPORARY PEDESTRIAN & BICYCLE ROUTING

Comply with Section 00228 of the Standard Specifications modified as follows:

00228.00 Scope – Replace this subsection, except subsection number and title, with the following:

In addition to the requirements to Section 00221, this Work consists of furnishing, installing, operating, maintaining, inspecting, and removing temporary devices for accommodating pedestrians and bicyclist through a work zone.

SECTION 00253 - TEMPORARY WORK ACCESS AND CONTAINMENT

Comply with Section 00253 of the Standard Specifications modified as follows:

00253.00 Scope - Add the following paragraph to the end of this subsection:

On Structure No. 07176, provide a temporary work access and containment system for operator house modifications and handrail removal and replacement.

00253.03 Submittals - Replace this subsection, except for the subsection number and title, with the following:

(a) Work Access Submittals - Submit all specified stamped drawings, specifications and design calculations for work platforms according to 00150.35 at least 21 Calendar Days prior to the installation of work access systems(s). When work access system submittal is segmented, include loading from previously accepted segments in the calculations.

Submit the following:

• Stamped design calculations assuring that the Bridge structural members can safely resist the combined effects of dead loads, live loads, and wind loads

• Stamped work access specifications and design calculations

• Stamped Working Drawings clearly defining on the face of the plans the following:

• Work platform, scaffolding, and containment system dead load (in pounds and pounds per square foot)

• Maximum allowable accumulations of collected debris or water (inches depth) allowed in conjunction with all personnel, construction vehicles, Equipment, Material, and other simultaneous loading

• Maximum allowable personnel, construction vehicles, Equipment, Material, and other simultaneous loading

• Maximum wind speed at which work access structure(s) may remain on the Structure

• Dimensional limits and loading limits that satisfy the conditions listed in 00253.09 for exemption from design calculations for the Bridge structural members.

(b) Work Containment Submittals - Submit all specified stamped drawings, specifications and design calculations for containment and access, systems according to 00150.35 at least 21 Calendar Days prior to the installation of work access systems(s).

Submit the following:

• Stamped containment Working Drawings, specifications and design calculations.

• Maximum wind speed at which containment wall materials may remain on the Structure.

• A view showing the location(s), and magnitude(s) of containment system reactions that are applied to the supporting structure.

• Appropriate submittals for access Structure(s), barge, or other information critical to the function of the containment system.

(a) Containment Structures Positioned Symmetrically on any Span - For containment structures positioned symmetrically on any span, design calculations for the bridge structural members are not required if all of the following conditions are satisfied:

• Total combined live load and dead load of all work platforms and containment Structures supported by the span, including all personnel, Equipment, Materials, and collected debris or water, does not exceed 25 pounds per square foot.

• Point loads do not exceed 200 pounds at each point and point loads are spaced at least 3 feet in both horizontal directions. Point loads are applied to deck within one foot of a girder, cross beam, or diaphragm, or directly to a girder, cross beam or diaphragm. Do not attach work platforms and containment to operator house or operator house supports.

(b) Containment Structures Positioned Asymmetrically on any Span - For containment structures positioned asymmetrically on 9 span, design calculations for the bridge structural members are not required if all of the following conditions are satisfied:

• Total combined live load and dead load of all work platforms and containment Structures supported by the span, including all personnel, Equipment, Materials, and collected debris or water, does not exceed 25 pounds per square foot.

Point loads do not exceed 200 pounds at each point and point loads are spaced at least 3 feet in both horizontal directions. Point loads are applied to deck within one foot of a girder, cross beam, or diaphragm Do not attach work platforms and containment to operator house or operator house supports.

00253.40 General - Add the following paragraph to the end of this subsection:

For movable Structures, provide positive restraint to prevent movement except when containment structures are being relocated.

Containment and work platforms do not extend below bottom of existing Structure.

Add the following subsection:

00253.44 Marine Traffic Restrictions -

Bridge No. 07176 may not be closed to marine traffic.

SECTION 00290 - ENVIRONMENTAL PROTECTION

Comply with Section 00290 of the Standard Specifications modified as follows:

00290.30(a)(7) Water Quality:

• Do not discharge contaminated or sediment-laden water, including drilling fluids and waste, or water contained within a work area isolation, directly into any waters of the State or U.S.

until it has been satisfactorily treated (using a best management practice such as a filter, settlement pond, bio-bag, dirt-bag, or pumping to a vegetated upland location).

• Implement containment measures adequate to prevent pollutants or construction and demolition materials, such as waste spoils, fuel or petroleum products, concrete cure water, silt, welding slag and grindings, concrete saw cutting by-products and sandblasting abrasives, from entering waters of the State or U.S.

• Implement containment measures adequate to prevent flowing stream water from coming into contact with concrete or grout within the first 24 hours after placement.

• The Engineer retains the authority to temporarily halt or modify the Work in case of excessive turbidity or damage to natural resources.

• Do not cause a visible sediment plume in waters of the State or U.S.

00290.34(c) Aquatic Species Protection Measures Required by Environmental Permits:

(1) General Requirements:

Use heavy equipment as follows:

• Secure absorbent material around all stationary power equipment (for example:

generators, cranes, drilling equipment) operated within 150 feet of wetlands, waters of the State, waters of the U. S., drainage ditches, or water quality facilities to prevent leaks, unless suitable containment is provided to prevent spills from entering waters of the State or waters of the U.S.

• Store fuel and maintain all equipment in staging areas that are at least 150 feet away from any waters of the State, waters of the U.S., or storm inlet or on an impervious surface that is isolated from any waters of the State, waters of the U.S., or storm inlet.

00290.42 Work Containment Plan - A Work Containment Plan (WCP) is required on this Project for _all____ activity(ies).

Develop and submit a WCP for approval at least 28 Calendar Days prior to mobilization for _all___ activity(ies). Maintain a copy of the WCP on the Project Site at all times during construction, readily available to employees and inspectors. Ensure that all employees comply with the provisions of the WCP. Design the WCP to avoid or minimize disturbance to protected features (sensitive cultural or natural resources, regulated work areas, aquatic life or habitat in regulated work areas) related to Contractor operations.

Before developing the WCP, meet with Agency to review the Contractor’s activities that require the WCP to ensure that all parties understand the locations of protected features to be avoided and the measures needed to avoid and protect them.

Notify the Engineer at least 10 Calendar Days before beginning work access or containment construction activities.

The Agency reserves the right to stop Work and require the Contractor to change the WCP methods and Equipment before any additional Contract Work, at no additional cost to the Agency, if and when, in the opinion of the Agency, such methods jeopardize sensitive cultural or natural resources, regulated work areas, or aquatic life or habitat in regulated work areas.

The WCP shall identify how the Contractor's construction operations will protect regulated features during mobilization, construction, maintenance, and demolition. Include a narrative describing compliance with Section 00290 as related to construction, operation, and demolition activities specified in Section 00253.

Design, construct, maintain, and remove temporary work access and containment systems according to Section 00253.

SECTION 00296 - PAINT AND PAINTED MATERIALS

Section 00296, which is not a Standard Specification, is included in this Project by Special Provision.

Description

00296.00 Scope - In addition to the requirements of Section 00290, remove lead, chromium, and cadmium based paints, and materials coated with lead, chromium, and cadmium based paints, according to the following Specifications.

Lead, chromium and cadmium based paints coat the metal on the Bridge Structure, railings, and operator’s house on the Chandler #07176 Bridge. Analysis of paint samples collected from this

Bridge detected the concentrations of total lead, cadmium, and chromium in the metal paint indicated in Table 00296-3 below:

Table 00296-1

Sample Location and Material

Total Lead (mg/kg)

Total Chromium (mg/kg)

Total Cadmium (mg/kg)

Chandler Bridge Paint (Steel) Composite

248,000 4,570 1.22

White Painted Guardrail 2,550 1,590 42.3

ND = not detected above the laboratory detection limit.

Toxicity Characteristic Leaching Procedure (TCLP) analysis of paint samples, representative of the waste that will be generated during preservation, detected the concentrations of TCLP lead, chromium, and cadmium indicated in Table 00296-2 below:

Table 00296-2

Sample Location and Material

TCLP Lead (mg/L)

TCLP Chromium (mg/L)

TCLP Cadmium (mg/L)

Chandler Bridge Paint (Steel) Composite

46.4 0.218 ND <0.100

ND = not detected above the laboratory detection limit.

The April 25th 2023 ODOT report, titled Lead Based Paint Survey OR241: Chandler (Coos River) Bridge Project (Key#21645) documenting these analyses, is available from the Engineer.

Unless otherwise tested, assume that all coatings contain lead, chromium, and cadmium and handle paint and painted materials accordingly during demolition.

00296.03 Submittals - Submit the following documents:

A job specific written compliance program, according to 29 CFR 1926.62(e)(2), at least 10 Calendar Days before the pre-construction conference. When applicable, include compliance procedures for cadmium and chromium VI, according to 29 CFR 1926.1127 and 29 CFR 1926.1126.

Modifications to the written compliance program within 7 Calendar Days of the modifications.

Current employee training certificates and medical surveillance information before beginning work that disturbs paint containing lead, cadmium or chromium.

Within 48 hours of completing or receiving them:

Disposal and recycling facility permits.

Transport manifests and bill-of-ladings.

All reuse, recycling, and disposal receipts.

All analytical test results.

00296.04 Documentation - Include paint and painted materials management and planned reuse, recycling, and disposal information in the pollution control plan. Obtain Engineer approval for the specific reuse, recycling, and disposal methods for all materials before beginning demolition work.

Complete, sign and pay all required fees for all required permits, manifests, and bill-of-lading forms for transport and disposal of the paint and painted materials.

Labor

00296.30 Personnel Qualifications - Provide employees trained in lead awareness, according to 29 CFR 1926.62(l), and also trained according to 29 CFR 1926.1126(j)(2) for chromium and 29 CFR 1926.1127(m)(4) for cadmium, during demolition of painted portions of the structures.

00296.40 Handling - Minimize employee exposure to the metals contained in the paint. Provide containment that prevents release of paint chips to the environment. Do not remove or separate paint from painted substrates, unless required to accomplish repair activities.

00296.43 Painted Metal Management - Reuse, recycle, or dispose of painted metal according to any of the following:

Reuse by Others - Provide or sell painted non-structural scrap metal to the following:

Provide to ODOT for use on other projects.

Provide to ODOT Maintenance Section.

Provide or sell to other government Agencies.

Provide or sell to contractors for their reuse.

Obtain the recipients signature on the attached disclaimer form, acknowledging their awareness that the scrap metal contains lead, chromium, and cadmium based paint before giving them possession.

Recycle at Recycling Facility - Transport the painted scrap metal along with the paint analytical results to a recycling facility. Obtain the recipients signature on the attached disclaimer form, acknowledging their awareness that the scrap metal contains lead, chromium and cadmium based paint.

00296.46 Hazardous Waste Paint Management - When hazardous waste paint is separated from its substrate, store all the separated paint waste in labeled, sealed, watertight containers and handle the hazardous waste according to 00290.20(d).

Measurement

00296.80 Measurement - No measurement of quantities will be made for Work performed under this Section.

00296.90 Payment - No separate or additional payment will be made for Work performed under this Section. Payment will be included in payment made for the appropriate items under which this Work is required.

Attachment A Lead, Chromium, and Cadmium Based Paint Acknowledgement Form

[Contractor] [Bridge Identification] [Description of Scrap Metal]

______________ [Recipient] acknowledges that they are aware that metal and materials received from ________________ [Contractor] on ______________ [Date(s)] may contain lead, chromium, or cadmium based paint. Recipient further acknowledges that it is aware of the risk to human health and the environment posed by exposure to lead, chromium and cadmium based paint. All storage, use, sale, and disposal of materials containing lead, chromium or cadmium based paint and any removal of lead, chromium, or cadmium based paint from the materials by Recipient will be conducted in compliance with all applicable Federal and State statutes and regulations, including but not limited to 40 CFR 262 through 265 and OAR Chapter 340, Divisions 100 through 106. Recipient acknowledges that they are solely responsible for any liability or damages resulting from the storage, use, sale, and disposal of the materials and removal of lead, chromium or cadmium based paint by Recipient and Recipient will indemnify and hold harmless the Contractor and the Oregon Department of Transportation from any such claims of liability or damages.

[Signature] [Title] [Date]

SECTION 00501 - BRIDGE REMOVAL

Comply with Section 00501 of the Standard Specifications modified as follows:

00501.00 Scope - Add the following paragraph(s) to the end of this subsection:

Remove portions of the existing handrail on BR07176

Add the following subsection:

00501.02 Plans - Plans of the existing Structure are available from the Engineer. Prints of these plans are available upon request.

Add the following subsection:

00501.03 Submittals - Submit unstamped bridge removal plans according to 00150.35 21 Calendar Days before beginning removal work.

Include the following information in the submittal:

• Removal sequence, including contractor staging and traffic staging.

• Detailed schedule of bridge removal work.

• Type of equipment that will be used, including size and capacity.

• Equipment location during removal operations.

Do not begin bridge removal work until the bridge removal plans have been approved.

SECTION 00587 - BRIDGE RAILS

Comply with Section 00587 of the Standard Specifications modified as follows:

00587.80 Measurement - Add the following to the end of this subsection:

The estimated quantity of bridge rail is:

Quantity Structure Rail Type (Foot)

Bridge No. 07176 Hand Rail 10.5

SECTION 00598 - OPERATOR HOUSE MODIFICATIONS

Section 00598, which is not a Standard Specification, is included in this Project by Special Provision.

Description

00598.00 Scope - This Work consists of constructing modifications to the existing bridge operator house as shown and specified.

The modifications include:

Partial removal of house wall panels and sill angles and salvage and reuse of some panels.

Rebuilding of one corner of the operator house to allow an increased swing of the adjacent electrical cabinet door.

Relocation of lighting electrical components and relocation of the operators control pendant and pendant junction box.

Provision and installation of a rollup door in the roadway face of the operator house, including a structural steel frame around the opening and attachments, fasteners and appurtenances.

Provision and installation of an access door in the north face of the operator house, including a structural steel frame around the opening and attachments, fasteners and appurtenances.

Removal of a length of steel bridge railing and installation of a replacement end post.

Removal of two lengths of handrail from the platform on the north side of the operator house and installation of replacement handrails.

Submittals

00598.03 Submittals - Submit the following:

Unstamped working drawings for the rollup door, including a list of features and finishes verifying conformance with these specifications.

A list of manufacturers parts and documentation for the access door and appurtenances.

Unstamped working drawings for the fabricated steel components

Submittals as required by other applicable specifications, including electrical equipment and materials.

Materials

00598.10 Materials - Furnish components meeting the following requirements:

00598.11 Rollup Door - Provide a rollup door, non-powered torsion spring push-up retraction, manufactured by Lawrence Roll-Up Doors, Inc. from their line of Model MD Service Door configurations and in accordance with these requirements, having a clear opening 8’-0” wide by 6'-8" high, designed for 20,000 cycles usage, designed to withstand a 20 PSF wind load, and designed to meet the constraints, requirements and compatibility necessary to be installed and operational in the conditions and details indicated on the drawings.

Provide a warranty of the rollup door against defects in workmanship and materials for one year from date of shipment, excepting the design life usage cycles which remains in force after the one year warranty period. Factory finishes may be excluded from the warranty provided the finishes of the delivered and installed components are deemed acceptable by the Engineer.

Assemble rollup door curtain from interlocking flat slats, roll-formed from 20 gauge galvanized steel strip, Type F, nominally 2” by 9/16”.

Provide curtain with a T-shape bottom bar formed by two steel angles (2” x 2” x 1/8”) bolted together back-to-back with a mating top flange for interlocking with the bottom of the curtain, and with an extruded aluminum lower weatherstrip track. Provide a bulbous vinyl weatherstrip on the bottom of the bottom bar continuously retained by insertion into the track. Provide manual slide locks at both lower inside (coil side) corners of the bottom bar which engage slots or brackets to secure the door in a closed position from inside the operator house. Provide means to lock the slide locks in the engaged position with a common padlock.

Provide 11 gauge steel U-channel curtain guides sized to retain curtain and sized to support the door. Provide removable curtain stops. Attach guides to steel wall angles with 3/8” minimum bolts no more than 24” on center. Provide bolts that will not interfere with curtain movement. Provide bent plate or rolled steel wall angles to connect guides, barrel and hood to the structural steel support framing in the manufacturers Face-Mount E-Guide orientation. Connect steel wall angles to the structural tube steel support framing with 1/2" diameter blind bolts at no more than 24" on center, in field drilled holes, aligned to ensure correct operation of the door and as specified by the manufacturer.

Provide adjustable torsional spring(s) to counterbalance the curtain weight. Provide a 4 1/2” minimum diameter steel pipe barrel sized to contain the torsion spring(s) counterbalance assembly and fittings, and to support curtain with a maximum deflection of 0.03” per ft. of width.

Mount counterbalance assembly to a continuous cold finished steel shaft. Support each end of counterbalance assembly with grease packed sealed bearings. Provide means of adjusting spring tension using an adjusting wheel outside of mounting brackets. To support the counterbalance assembly, provide 3/16” minimum thickness steel bracket plates bolted to the wall angles, all sized to support the curtain and barrel, and provided with 1/8” thick flanges for hood attachment.

Provide a hood enclosing the rolled up curtain and counterbalance assembly, formed from 24 gauge galvanized steel sheet with integrally formed press-braked or rolled top and bottom edge return reinforcements to reduce deflection. Form hood so that top edge reinforcement does not protrude above the top surface of the hood and the overall height to the top of the hood does not exceed 8'-0". Design and install the hood mount to be fastened to the wall angles or directly to the structural tube door opening frame. Do not connect the hood or any door components to the steel roof panels.

Provide a wind and weather baffle across the full door width attached to the inside top of the hood and resting against the coiled curtain to block wind from flowing into the operator house. Configure the baffle to resist, without damage, wind pressures resulting from wind speeds no less than those that generate the design wind loading.

Provide a baked-on primer and baked on polyester top coat on the galvanized steel curtain slats, the hood, and the double steel angle bottom bar with its interlocking curtain top flange. The color of the baked on polyester top coat shall match the color of the bridge paint, excepting the hood, whose top coat color may alternatively be the manufacturers standard gray. If an exact match to the bridge paint is not available in the color charts of available coating materials, coordinate with the Engineer to select an appropriate substitute. Provide a shop painted rust-inhibiting primer finish on the guides, brackets and wall angles. This color may either be black, the manufacturers standard gray, or the color of the bridge paint.

00598.12 Rollup Door Threshold- Provide a threshold for the rollup door, Pemco 2705DT dark bronze anodized aluminum threshold 8'-6" in length.

00598.13 Access Door - Provide a steel access door, 1-3/4" thick, 30" nominal width, LHR handed, Regent model manufactured by Ceco Door Products, conforming to the Steel Door Institute guide specification, ANSI A250.8, and designed to meet the constraints, requirements and compatibility necessary to be installed and operational in the conditions and details indicated on the drawings.

Manufacture door full—flush style with 16 gauge face sheets commercial quality cold rolled steel A60 hot—dipped galvannealed conforming to ASTM A924 and A653, mechanically interlocked, hemmed, hairline seams on vertical edges, no visible seams on faces, having a one piece, kraft honeycomb core securely bonded to both face sheets under pressure with contact adhesive, top and bottom door edges closed with 16 gage steel channels welded to both face sheets.

Mortise hinge edge 5" high for 3 heavy weight hinges, having 7 gage steel hinge reinforcements welded inside the door edge, drill and tap for fasteners in accordance with ANSI A156.7.

Provide standard 1:16 bevel on lock edge. Prepare lock edge for Government 160/161 locks in accordance with ANSI A115 at standard manufacturer doorknob height. Backsets are 2-3/4".

Coat steel door with one coat of oven-cured neutral color primer paint. Primer coat shall conform with ANSI A250.10 as a preparatory base for finish painting.

00598.14 Access Door Frame - Provide a steel door frame compatible with the 1-3/4" steel door as a single rabbet (Series BR), 30" nominal width, LHR handed, manufactured by Ceco Door Products, conforming to the Steel Door Institute guide specification, ANSI A250.8 and matching the specified steel door and hinge hardware for drilled and tapped hinge mortise, and lockset hole, strike preparation and reinforcement plate to match the ODOT provided and installed lockset.

Manufacture the door frame formed from 16 gauge steel commercial quality cold rolled steel A60 hot—dipped galvannealed steel conforming to ASTM A924 and A653. Provide single rabbet frame section dimensions as shown on the project drawings.

Coat steel door frame with one coat of oven-cured neutral color primer paint. Primer coat shall conform with ANSI A250.10 as a preparatory base for finish painting.

Ship 3 piece door frame knocked down. Provide compatible corner connection hardware for site installation. Frame must be provided knocked down to allow installation in custom door jamb and lintel framing.

00598.15 Access Door Hinges - Provide 3 heavy weight stainless steel door hinges, 5 knuckle, plain bearing, non-removable pins, 5" high, with stainless steel screws, matching the steel door and door frame mortising and threaded hole pattern and thread.

00598.15 Access Door Latch Door latch will be provided and installed by the Agency. Obtain hole diameter and offset dimension for fabrication of access door from Agency. .

00598.16 Access Door Threshold - Provide a threshold for the rollup door, Pemco 170D dark bronze anodized aluminum threshold 2'-6" in length.

00598.17 Access Door Sweep - Provide a Pemco 3151SSN door bottom sweep 2'-6" in length, stainless steel mounting and screws, neoprene sweep.

00598.40 Installation - Install components in accordance with the manufacturer installation instructions and as required to conform to the conditions and requirements indicated in the project documents.

Measurement

00598.80 Measurement - No measurement of quantities will be made for operator house modifications.

00598.90 Payment - The accepted work performed under this section will be paid for at the contract lump sum amount for the item "Operator House Modifications".

Payment will be payment in full for furnishing and placing all materials, and for furnishing all equipment, labor, and incidentals necessary to complete the work as specified.

SECTION 00960 - COMMON PROVISIONS FOR ELECTRICAL SYSTEMS

Comply with Section 00960 of the Standard Specifications modified as follows:

00960.02 Equipment List and Drawing Submittals - Replace the paragraph that begins "Within 30 Calendar Days after execution of the Contract, submit …" with the following paragraph:

Within 30 Calendar Days after execution of the Contract, submit the Blue Sheets (see 00160.00 and 00160.07) and the Green Sheets (see 00160.00 and 00160.07) according to 00150.37 for all materials the Contractor proposes to install. Blue Sheets and Green Sheets contain submittal instructions and will be made available to the Contractor by the Engineer.

00960.30 Licensed Electricians - Replace the paragraph that begins "According to the Oregon Administrative Rule …" with the following paragraph:

According to the Oregon Administrative Rule 918-282-0120(1), no person or entity shall allow any individual to perform electrical work for which the individual is not properly registered or licensed.

Every person who installs electrical systems on the Project shall submit a copy of their electrical license or apprentice registration to the Engineer prior to performing any Work. They must be licensed as an S or a J under Oregon Administrative Rule 918-282.